CN106012717A - Vibratory leveling device - Google Patents
Vibratory leveling device Download PDFInfo
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- CN106012717A CN106012717A CN201610631951.8A CN201610631951A CN106012717A CN 106012717 A CN106012717 A CN 106012717A CN 201610631951 A CN201610631951 A CN 201610631951A CN 106012717 A CN106012717 A CN 106012717A
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- 230000007246 mechanism Effects 0.000 claims abstract description 66
- 239000004567 concrete Substances 0.000 claims abstract description 13
- 238000005096 rolling process Methods 0.000 claims description 3
- 239000003638 chemical reducing agent Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 10
- 230000001105 regulatory effect Effects 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 4
- 238000004064 recycling Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 4
- 239000012634 fragment Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 239000011376 self-consolidating concrete Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000009411 base construction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000004886 process control Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 238000013519 translation Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Machines (AREA)
Abstract
The invention discloses a vibratory leveling device, and relates to the technical field of concrete construction equipment. The vibratory leveling device comprises a main beam, a vibrating beam and walking mechanisms, wherein vibrators are arranged on the vibrating beam; the main beam is parallel to the vibrating beam, and is further connected with the vibrating beam through a guiding mechanism; vibrating beam height regulating mechanisms are arranged at two ends of the main beam; the walking mechanisms are arranged at two ends of the maim beam; roller wheels at the lower ends of the walking mechanisms cooperate with an orbital groove; the orbital groove is connected with a longitudinal template through a supporting regulating mechanism. A vibratory leveling operation is carried out by utilizing the vibrators on the vibrating beam; the vibrating beam height regulating mechanisms at the two ends of the main beam can regulate the height of the vibrating beam, thereby being convenient for crossing an obstacle; the roller wheels at the lower ends of the walking mechanisms at the two ends cooperate with the orbital groove; the orbital groove can be connected with the longitudinal template through the supporting regulating mechanism; heights and levelness degrees of the orbital groove and a vibrating device are regulated by means of the supporting regulating mechanism; the orbital groove and the supporting regulating mechanism are convenient to disassemble without influencing the recycling of the longitudinal template; the universality is improved; the material consumption is reduced.
Description
Technical field
The present invention relates to concreting outfit technical field, particularly relate to one and vibrate apparatus for leveling.
Background technology
CRTS III type non-fragment orbit, it it is the unit plate type non-fragment orbit new structure of China's independent development, it is made up of, as shown in figure 13 rail and fastener, precast track plate, self-compacting concrete structure filling layer, sealing coat, reinforced concrete footing with limited impression from top to bottom.
Wherein, base is in the transition structure layer under the CRTS III ballastless track bed structure of plate-type and line between engineering foundation structure (roadbed, tunnel, bridge etc.), is the cast-in-situ steel reinforced concrete pedestal of non-fragment orbit.Base width is more than track plates width, is provided with weathering in the range of edge 30cm of base both sides, prevents rainwater from flowing into inside ballast bed structure, base is provided with the limited impression of certain depth." door shape " reinforcing bar reserved bottom track plates, when irrigating self-compacting concrete packed layer, forms " mortise and tenon " relation with the limited impression of setting on base, plays the effect limiting railway roadbed (track plates+self-compacting concrete packed layer) structural plan displacement.
At present, in base work progress, because of its poor universality, there is easily inclination, complex operation, the shortcoming of carrying inconvenience in the existing equipment that vibrates.
Summary of the invention
The technical problem to be solved be to provide a kind of simple and compact for structure, operate the easy and convenient apparatus for leveling that vibrates.
For solving above-mentioned technical problem, the technical solution used in the present invention is:
One is vibrated apparatus for leveling, including girder, vibrating beam and walking mechanism, described vibrating beam is provided with vibrator, described girder is parallel to vibrating beam and is connected with vibrating beam by guiding mechanism, described girder two ends are provided with vibrating beam height adjustment mechanism, described walking mechanism is arranged on girder two ends and walking mechanism lower end roller coordinates with rail groove, and described rail groove is connected with vertical framework by support adjustment mechanism.
Preferably, described guiding mechanism includes that several guide slide bar and guide pipe, and described guiding slide bar extends vertically through girder, and guiding slide bar lower end is fixing with vibrating beam to be connected, described guide pipe is separately positioned on the upper and lower both sides of girder, and guiding slide bar can slide up and down along guide pipe.
Preferably, described vibrating beam height adjustment mechanism includes guide post and clamp nut, described guide post side and be arranged over one section of tooth bar at girder, rack and pinion engages, gear is connected with the speed reducer output shaft being arranged on girder, drive pinion rotation by reductor, drive guide post to move up and down；Described guide post upper end is provided with the external screw thread matched with clamp nut.
Preferably, described walking mechanism includes two rollers to rolling along both sides rail groove, and two pair rollers are connected with girder two ends by support respectively, and roller is connected by crossbeam two-by-two, and support is arranged in the middle part of crossbeam, and roller is separately positioned on support both sides.
Preferably, described vibrating beam includes main part and end head, and end head is arranged on two ends and is flexibly connected with main part.
Preferably, described support adjustment mechanism includes positioning bracket and heightening bracket, described vertical framework is F type, stringer plate including vertical panel, horizontal floor and lower section thereof, horizontal floor and stringer plate seat concrete the most dorsad pour side and arrange, and horizontal floor and stringer plate are fixed on the engineering foundation basal plane of chassis outer side by bindiny mechanism；Described location bracket and horizontal floor for removably connecting, described in heighten bracket and be arranged on horizontal floor.
Preferably, described location bracket includes bracket slot and the inserted link matched with rail groove, described rail groove and bracket slot are the U-type groove of opening upwards, described inserted link is vertically downward and interval is fixed on below bracket slot, described horizontal floor and stringer plate are equipped with jack, and jack on horizontal floor and stringer plate is the most corresponding, described inserted link coordinates with jack；Described bracket of heightening includes adjusting screw rod and receiver, and the operation of described adjusting screw rod is fixedly installed on below bracket slot, and described receiver is provided with the female thread matched with adjusting screw rod, and receiver is placed on horizontal floor.
Preferably, described bindiny mechanism includes upper connecting rod, lower link and the earth anchor being arranged on engineering foundation basal plane, and described horizontal floor is connected with earth anchor by upper connecting rod, and described stringer plate is connected with earth anchor by lower link；Described upper connecting rod, lower link and earth anchor are two or more, and the upper connecting rod at two ends, lower link and earth anchor are separately positioned on outside vertical panel two ends.
Preferably, described upper connecting rod and lower link are adjustable structure, all include that the stagewise body of rod and trocar sheath, two stagewise bodies of rod are coordinated with trocar sheath by screw thread；Described upper connecting rod and lower link upper end are equipped with drag hook, are connected with the link below horizontal floor and stringer plate respectively by drag hook；Described upper connecting rod and lower link lower end are equipped with draw ring, are connected with earth anchor by draw ring.
Preferably, described bracket slot both sides are adjusted and trapped orbit groove by puller bolt.
Use and have the beneficial effects that produced by technique scheme: girder is connected with vibrating beam by guiding mechanism, the vibrator on vibrating beam is utilized to carry out vibrating screed operation, vibrating beam height adjustment mechanism by girder two ends can regulate depth of beam of vibrating, and facilitates vibrating beam across obstacle；The walking mechanism lower end roller at girder two ends coordinates with rail groove, rail groove can be connected with vertical framework by support adjustment mechanism simultaneously, utilize support adjustment mechanism adjustable track groove and the height of tamping equipment and levelness, construct complete, easily rail groove and support adjustment mechanism can be dismantled, and do not affect the recycling of vertical framework, improve the versatility of device, reduce material consumption.
Accompanying drawing explanation
Fig. 1 is the use state diagram of one embodiment of the invention；
Fig. 2 is guide post and the fiting relation figure of gear in Fig. 1；
Fig. 3 is the structural representation of walking mechanism in Fig. 1；
Fig. 4 is the top view of Fig. 3；
Fig. 5 is the fiting relation figure of Fig. 1 middle orbit groove and vertical framework
Fig. 6 is the structural representation of support adjustment mechanism in Fig. 1；
Fig. 7 is to position bracket and rail groove and the fiting relation figure of vertical framework in Fig. 6；
Fig. 8 is to heighten bracket and rail groove and the fiting relation figure of vertical framework in Fig. 6；
Fig. 9 is the use state diagram of vertical framework in Fig. 1；
Figure 10 is the A direction view of vertical framework in Fig. 9；
Figure 11 is upper connecting rod or the structural representation of lower link in Fig. 9；
Figure 12 is the top view of handrail in Fig. 1；
Figure 13 is the section structure schematic diagram of CRTS III type non-fragment orbit；
nullIn figure: 1-girder，2-vibrating beam，3-roller，4-vertical framework，5-positions bracket，6-heightens bracket，7-puller bolt，8-engineering foundation，9-base，10-upper connecting rod，11-lower link，12-earth anchor，13-trocar sheath，14-drag hook，15-rail and fastener,16-precast track plate,17-self-compacting concrete structure filling layer,18-sealing coat,19-limited impression,20-draw ring，21-vibrator，22-rail groove，23-guides slide bar，24-guide pipe，25-guide post，26-clamp nut，27-gear，28-reductor，29-support，30-crossbeam，31-main part，32-end head，33-handle，34-handrail，35-clamp nut，41-vertical panel，The horizontal floor of 42-，43-stringer plate，44-link，The vertical deep floor of 45-，The vertical floor of 46-，47-connecting bolt，51-bracket slot，52-inserted link，61-adjusting screw rod，62-receiver.
Detailed description of the invention
The present invention is further detailed explanation with detailed description of the invention below in conjunction with the accompanying drawings.
As shown in Figure 1, one is vibrated apparatus for leveling, including girder 1, vibrating beam 2 and walking mechanism, described vibrating beam 2 is provided with vibrator 21, described girder 1 is parallel to vibrating beam 2 and is connected with vibrating beam 2 by guiding mechanism, described girder 1 two ends are provided with vibrating beam height adjustment mechanism, and described walking mechanism is arranged on girder 1 two ends and walking mechanism lower end roller 3 coordinates with rail groove 22, and described rail groove 22 is connected with vertical framework 4 by support adjustment mechanism.
Girder 1 is connected with vibrating beam 2 by guiding mechanism, utilizes the vibrator 21 on vibrating beam to realize vibrating beam 2 and vibrates concrete operation, along with walking mechanism drives vibrating beam 2 along concrete surface translation, it is achieved the screed operation of concrete surface；Vibrating beam height adjustment mechanism by girder 1 two ends adjusts the height of vibrating beam 2, facilitates vibrating beam 2 across obstacle；The walking mechanism lower end roller 3 at girder 1 two ends coordinates with rail groove 22, and rail groove 22 can be connected with vertical framework 4 by support adjustment mechanism simultaneously, utilizes support adjustment mechanism adjustable track groove 22 and the height of tamping equipment and levelness；Construct complete, easily rail groove 22 and support adjustment mechanism can be dismantled, and not affect the recycling of vertical framework 4, improve the versatility of device, reduce material consumption.
Wherein, described guiding mechanism includes that several guide slide bar 23 and guide pipe 24, and described guiding slide bar 23 extends vertically through girder 1, and guiding slide bar 23 lower end is fixing with vibrating beam 2 to be connected, described guide pipe 24 is separately positioned on girder about 1 both sides, and guiding slide bar 23 can slide up and down along guide pipe 24.Under the effect of vibrator 21, concrete is vibrated by vibrating beam 2 up-down vibration, girder 1 two ends are then moved horizontally along rail groove 22 by walking mechanism, in this process, then move up and down along the relative girder of guide pipe 24 1 with the guiding slide bar 23 that vibrating beam 2 is welded and fixed.
As a kind of preferred structure, described vibrating beam height adjustment mechanism includes guide post 25 and clamp nut 35, in guide post 25 side and process one section of tooth bar 26 above girder 1, tooth bar 26 engages (such as Fig. 2) with gear 27, gear 27 is connected with reductor 28 output shaft being arranged on girder 1, drive gear 27 to rotate by reductor 28, thus drive guide post 25 to move up and down；Described guide post 25 upper end is provided with the external screw thread matched with clamp nut 35, after guide post 25 is adjusted to setting height, fixes vibrating beam 2 with clamp nut 35, facilitates vibrating beam 2 across obstacle.Certainly, vibrating beam height adjustment mechanism can also drive guide post 25 to move up and down by ball leading screw driving structure, it is also possible to utilizes hydraulic cylinder or air cylinder driven guide post 25 to move up and down.
In order to prevent tamping equipment in work progress from turning on one's side, described walking mechanism includes two rollers 3 to rolling along both sides rail groove 22, as shown in Figure 3,4, two pair rollers 3 are connected with girder 1 two ends by support 29 respectively, roller 3 is connected by crossbeam 30 two-by-two, support 29 is arranged in the middle part of crossbeam 30, and roller 3 is separately positioned on support 29 both sides.The center of gravity of girder 1 is reduced, simultaneously by strengthening the centre-to-centre spacing of two rollers 3, improves the stability of device.
Due in reinforced concrete footing 9 work progress, it is provided with weathering in the range of edge 30cm of both sides, base 9 both sides, in order to meet middle straight line, the construction requirement of both sides curve, vibrating beam 2 is designed as split type, including main part 31 and end head 32, end head 32 is arranged on two ends and is flexibly connected with main part 31, according to practice of construction requirement, changing satisfactory end head 32, the shape of end head 32 sets according to construction requirement.
As shown in Figure 5,6, described support adjustment mechanism includes positioning bracket 5 and heightening bracket 6, described vertical framework 4 is F type, including vertical panel 41, horizontal floor 42 and stringer plate 43 below, horizontal floor 42 and stringer plate 43 base 9 concreting side the most dorsad is arranged, and horizontal floor 42 and stringer plate 43 are fixed on engineering foundation 8 basal plane outside base 9 by bindiny mechanism；Described location bracket 5 and horizontal floor 42 for removably connecting, described in heighten bracket 6 and be arranged on horizontal floor 42.
As shown in Figure 7,8, described location bracket 5 includes bracket slot 51 and the inserted link 52 matched with rail groove 1, described rail groove 1 and bracket slot 51 are the U-type groove of opening upwards, described inserted link 52 is vertically downward and interval is fixed on below bracket slot 51, described horizontal floor 42 and stringer plate 43 are equipped with jack 44, and jack about 44 on horizontal floor 42 and stringer plate 43 is corresponding, described inserted link 52 coordinates with jack 44.Inserted link 52 interval is weldingly fixed on below bracket slot 51, inserted link 52 is inserted the reserved jack 44 on horizontal floor 42 and stringer plate 43 and can realize positioning the installation location of bracket 5；Described bracket 6 of heightening includes adjusting screw rod 61 and receiver 62, and the operation of described adjusting screw rod 61 is fixedly installed on below bracket slot 51, and described receiver 62 is provided with the female thread matched with adjusting screw rod 61, and receiver 62 is placed on horizontal floor 42.Adjusting screw rod 61 interval is weldingly fixed on below bracket slot 51, is adjusted height and the levelness of both sides rail groove 1 simultaneously by the length of fit of regulating sleeve seat 62 with adjusting screw rod 61.
As it is shown in figure 9, described bindiny mechanism includes that upper connecting rod 10, lower link 11 and the earth anchor 12 being arranged on engineering foundation 8 basal plane, described horizontal floor 10 are connected with earth anchor 12 by upper connecting rod 10, described stringer plate 43 is connected with earth anchor 12 by lower link 11；Described upper connecting rod 10, lower link 11 and earth anchor 12 are two or more, and the upper connecting rod 10 at two ends, lower link 11 and earth anchor 12 are separately positioned on outside vertical panel 41 two ends.The installation being realized vertical framework 4 by bindiny mechanism is fixed, and it is more reliable that the triangular structure utilizing upper connecting rod 10, lower link 11 and vertical framework 4 to be formed makes vertical framework 4 fix.
It addition, the installation adjusting vertical framework 4 for convenience is fixed, described upper connecting rod 10 and lower link 11 are adjustable structure, as shown in figure 11, all include that the stagewise body of rod and trocar sheath 13, two stagewise bodies of rod are coordinated with trocar sheath 13 by screw thread.Installing/dismounting for convenience, described upper connecting rod 10 and lower link 11 upper end are equipped with drag hook 14, are connected with the link 44 below horizontal floor 42 and stringer plate 43 respectively by drag hook 14；Described upper connecting rod 10 and lower link 11 lower end are equipped with draw ring 20, are connected with earth anchor 12 by draw ring 20.Utilize drag hook 14 and the more convenient upper connecting rod of draw ring 20 10 and the installation of lower link 11 and dismounting.
Adjusting trapped orbit groove 22 for convenience, described bracket slot 51 both sides are adjusted and trapped orbit groove 1 by puller bolt 7, by the convenient distance adjusting bracket slot 51 sidewall and rail groove 1 sidewall of both sides puller bolt 7, thus realize the Linear fine tuning of rail groove 1.Utilize and heighten bracket 6 and puller bolt 7 realizes the comprehensive adjustment of rail groove 1, make rail groove 1 be parallel to base 9 design surface.
Particularity due to reinforced concrete footing construction, reductor 28 input can be connected with handle 33, when running into intermediate lateral panel, by swinging handle 33, by the resistance of hand reductor 28, keep the vibrating beam 2 of interim lifting will not decline under self gravitation effect, by the rising of guide post 25, vibrating beam 2 is risen to certain altitude to cross over cross form or to change vibrating beam end head 32, avoid a dead lift mode to raise vibrating beam 2, time saving and energy saving while ensure that construction quality.Need to promote girder 1 during concrete vibrating, drive vibrating beam 2 to vertically move, realization can be promoted at a slow speed to vertically move by the handrail 34 at girder 1 two ends is artificial, it is achieved the screed operation that vibrates of concrete surface.Exerting a force for convenience, available bending reinforcement makes handrail 34, and makes it vertically move before and after vertical framework 4 manipulation outside tamping equipment with bending upwards, convenient construction personnel.
Carrying for convenience, described vibrator 21 is preferably attached vibrator, by installing small-sized attached vibrator on vibrating beam 2 surface, plays the effect shakeout concrete, vibrate, can carry out reciprocating operation of wiping one's face during power-off during energising.
It addition, make for convenience, described rail groove 1 and bracket slot 51 all select the U-steel of good rigidity, load and unload for convenience and carry simultaneously, bracket slot 51 be may be designed as stagewise, the every section of bracket slot 51 being welded and fixed inserted link 52 and adjusting screw rod 61 is spaced setting, more convenient adjustment rail groove 1；The length of rail groove 1 is consistent with the length of sectional type base 9, facilitates step pouring seat concrete.
As shown in Figure 10, described vertical framework 4 two ends are provided with vertical deep floor 45, midfeather is provided with vertical floor 46, connects fixing adjacent vertical framework 4 by running through the connecting bolt 47 of vertical deep floor 45, strengthens the integral rigidity of vertical framework 4 by vertical deep floor 45 and vertical floor 46.
Concrete operation step is as follows:
Step one: according to base 9 elevation of top surface, driving guide post 25 to adjust vibrating beam 2 height by hand-rail type reductor 28, it is closely connected with guide pipe 24 top that rotation height controls clamp nut 35, completes vibrating beam 2 operation height and sets.
Step 2: start form vibrator 21, move tamping equipment with push-and-pull handrail 34 and carry out concrete leveling, operation of vibrating.
Step 3: after having vibrated, closes attached vibrator 21.
Step 4: driving guide post 25 to promote vibrating beam 2 by hand-rail type reductor 28, mobile tamping equipment directly crosses over base cross form.
Step 5: fall vibrating beam 2 after rise by hand-rail type reductor 28, until high process control clamp nut 35 is placed in guide pipe 24 end face.
Step 6: restart attached vibrator 21 and enter next construction circulation.
In sum, the present invention has simple in construction, easy to operate, advantage with low cost, improve the anti-roll capability of tamping equipment, the more convenient operation of push-and-pull handrail 34, utilize removable vibrating beam 2 end head 32, improve the versatility of device, reductor 28 is utilized to drive gear 27 to coordinate with the tooth bar 26 on guide post 25, vibrating beam 2 is made easily to cross over cross form, utilize support adjustment mechanism adjustable track groove 22 and the height of the equipment 2 that vibrates and levelness, construct complete, can easy removal rail groove 22, nor affect on the use of vertical framework 4, facilitate installing/dismounting, it is easy to transhipment carry, reduce labor intensity of operating staff, improve the versatility of device, improve efficiency of construction, reduce material consumption, ensure that base construction quality simultaneously.
Principle and the embodiment of the present invention are set forth by specific case used herein, and the explanation of above example is only intended to help to understand method and the core concept thereof of the present invention.It should be pointed out that, for those skilled in the art, under the premise without departing from the principles of the invention, it is also possible to the present invention is carried out some improvement and modification, these improve and modify in the protection domain also falling into the claims in the present invention.
Claims (10)
1. the apparatus for leveling that vibrates, it is characterized in that: include girder, vibrating beam and walking mechanism, described vibrating beam is provided with vibrator, described girder is parallel to vibrating beam and is connected with vibrating beam by guiding mechanism, described girder two ends are provided with vibrating beam height adjustment mechanism, described walking mechanism is arranged on girder two ends and walking mechanism lower end roller coordinates with rail groove, and described rail groove is connected with vertical framework by support adjustment mechanism.
One the most according to claim 1 is vibrated apparatus for leveling, it is characterized in that: described guiding mechanism includes that several guide slide bar and guide pipe, described guiding slide bar extends vertically through girder, guiding slide bar lower end is fixing with vibrating beam to be connected, described guide pipe is separately positioned on the upper and lower both sides of girder, and guiding slide bar can slide up and down along guide pipe.
One the most according to claim 1 is vibrated apparatus for leveling, it is characterized in that: described vibrating beam height adjustment mechanism includes guide post and clamp nut, described guide post side and be arranged over one section of tooth bar at girder, rack and pinion engages, gear is connected with the speed reducer output shaft being arranged on girder, drive pinion rotation by reductor, drive guide post to move up and down；Described guide post upper end is provided with the external screw thread matched with clamp nut.
One the most according to claim 1 is vibrated apparatus for leveling, it is characterized in that: described walking mechanism includes two rollers to rolling along both sides rail groove, two pair rollers are connected with girder two ends by support respectively, roller is connected by crossbeam two-by-two, support is arranged in the middle part of crossbeam, and roller is separately positioned on support both sides.
One the most according to claim 1 is vibrated apparatus for leveling, it is characterised in that: described vibrating beam includes main part and end head, and end head is arranged on two ends and is flexibly connected with main part.
6. vibrate apparatus for leveling according to the one described in claim 1,2,3,4 or 5, it is characterized in that: described support adjustment mechanism includes positioning bracket and heightening bracket, described vertical framework is F type, stringer plate including vertical panel, horizontal floor and lower section thereof, horizontal floor and stringer plate seat concrete the most dorsad pour side and arrange, and horizontal floor and stringer plate are fixed on the engineering foundation basal plane of chassis outer side by bindiny mechanism；Described location bracket and horizontal floor for removably connecting, described in heighten bracket and be arranged on horizontal floor.
One the most according to claim 6 is vibrated apparatus for leveling, it is characterized in that: described location bracket includes bracket slot and the inserted link matched with rail groove, described rail groove and bracket slot are the U-type groove of opening upwards, described inserted link is vertically downward and interval is fixed on below bracket slot, described horizontal floor and stringer plate are equipped with jack, and jack on horizontal floor and stringer plate is the most corresponding, described inserted link coordinates with jack；Described bracket of heightening includes adjusting screw rod and receiver, and the operation of described adjusting screw rod is fixedly installed on below bracket slot, and described receiver is provided with the female thread matched with adjusting screw rod, and receiver is placed on horizontal floor.
One the most according to claim 6 is vibrated apparatus for leveling, it is characterized in that: described bindiny mechanism includes upper connecting rod, lower link and the earth anchor being arranged on engineering foundation basal plane, described horizontal floor is connected with earth anchor by upper connecting rod, and described stringer plate is connected with earth anchor by lower link；Described upper connecting rod, lower link and earth anchor are two or more, and the upper connecting rod at two ends, lower link and earth anchor are separately positioned on outside vertical panel two ends.
One the most according to claim 8 is vibrated apparatus for leveling, it is characterised in that: described upper connecting rod and lower link are adjustable structure, all include that the stagewise body of rod and trocar sheath, two stagewise bodies of rod are coordinated with trocar sheath by screw thread；Described upper connecting rod and lower link upper end are equipped with drag hook, are connected with the link below horizontal floor and stringer plate respectively by drag hook；Described upper connecting rod and lower link lower end are equipped with draw ring, are connected with earth anchor by draw ring.
One the most according to claim 7 is vibrated apparatus for leveling, it is characterised in that: described bracket slot both sides are adjusted and trapped orbit groove by puller bolt.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610631951.8A CN106012717B (en) | 2016-08-04 | 2016-08-04 | One kind is vibrated apparatus for leveling |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610631951.8A CN106012717B (en) | 2016-08-04 | 2016-08-04 | One kind is vibrated apparatus for leveling |
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| CN106012717A true CN106012717A (en) | 2016-10-12 |
| CN106012717B CN106012717B (en) | 2017-11-03 |
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| CN106567336A (en) * | 2016-11-03 | 2017-04-19 | 张守胜 | Suspension rail type slurry extracting and levelling machine |
| CN106758829A (en) * | 2016-12-08 | 2017-05-31 | 张献波 | The leveling of outstanding rail integral type warehouse, floating device |
| CN110042706A (en) * | 2019-05-29 | 2019-07-23 | 昆明学院 | Ballast moves flat jolt ramming automation equipment between a kind of sleeper |
| CN111501446A (en) * | 2020-05-07 | 2020-08-07 | 中铁十四局集团第五工程有限公司 | Device and method for controlling size of reserved groove of ballastless turnout switch machine |
| CN113914626A (en) * | 2021-09-29 | 2022-01-11 | 临沂市政集团有限公司 | Municipal works are with cast-in-place concrete template vibrating device |
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| CN106758829A (en) * | 2016-12-08 | 2017-05-31 | 张献波 | The leveling of outstanding rail integral type warehouse, floating device |
| CN110042706A (en) * | 2019-05-29 | 2019-07-23 | 昆明学院 | Ballast moves flat jolt ramming automation equipment between a kind of sleeper |
| CN111501446A (en) * | 2020-05-07 | 2020-08-07 | 中铁十四局集团第五工程有限公司 | Device and method for controlling size of reserved groove of ballastless turnout switch machine |
| CN113914626A (en) * | 2021-09-29 | 2022-01-11 | 临沂市政集团有限公司 | Municipal works are with cast-in-place concrete template vibrating device |
| CN113914626B (en) * | 2021-09-29 | 2022-12-23 | 临沂市政集团有限公司 | Municipal works are with cast-in-place concrete template vibrating device |
| CN114197311A (en) * | 2021-11-03 | 2022-03-18 | 中铁三局集团有限公司 | High-speed railway box girder bridge floor vibrating device |
| CN114083640A (en) * | 2022-01-19 | 2022-02-25 | 中铁十八局集团有限公司 | Deep basal pit is with concrete slab smash flat anchor device of using |
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